Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | -15.10% | ₹8.4 L | L1 | Admitted-Finance |
| 2 | L2₹8.8 L+₹40,543.16 (4.83%)Admitted-Finance | -11.00% | ₹8.8 L+₹40,543.16 (4.83%) | L2 | Admitted-Finance |
| 3 | L3₹9.0 L+₹59,331.46 (7.07%)Admitted-Finance | -9.10% | ₹9.0 L+₹59,331.46 (7.07%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical not eligible |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical not eligible |
Tender Value
₹9.9 L
EMD Value
₹19,777
Closing Date
1 Jun 2026, 1:00 pmClosed
Executive Engineer
12, Cavalry Lane, Engineering Department, University of Delhi, Delhi-110007
Construction and raising of manhole and cleaning of blocked sewer line and P/F drain covers at Dhaka Complex, University of Delhi
2026_DU_909429_1
CEET-86
Open Tender
Civil Works
Works
45 days
North Campus
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Registrar, University of Delhi
₹19,777
10 Jun 2026
20 May 2026
2 Jun 2026
20 May 2026
1 Jun 2026
20 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 800 | sqm | 33.23 | ₹26,584 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 25 | cum | 172.71 | ₹4,317.75 |
| 3 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | 90 | each | 105.38 | ₹9,484.2 |
| 4 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with
R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation | 9 | each | 12,425.75 | ₹1,11,831.75 |
| 5 | Extra for depth for manholes : Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 5 | metre | 8,587.11 | ₹42,935.55 |
| 6 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular manhole 90x80 cm and 45 cm deep | 9 | each | 2,472.25 | ₹22,250.25 |
| 7 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 8 | each | 2,634.54 | ₹21,076.32 |
| 8 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | 6 | each | 2,554.61 | ₹15,327.66 |
| 9 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe | 43 | metre | 1,147.99 | ₹49,363.57 |
| 10 | Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | 8 | each | 1,321.33 | ₹10,570.64 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.62 MB
BOQ_955825.xls
BOQ • 0.25 MB
extentnotesheet.pdf
PDF • 2.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .